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Restroration of Flood Damaged Under Arambagh Sub Divn.

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Government of West Bengal Office of the Assistant Engineer Arambagh Sub-Division P.H. Engineering Dte. Daulatpur, Arambagh : Hooghly. Sl Description of Works Quantity Rate Unit 1 b) 90 mm dia(OD) Class-III 1000 Rs. 260.00 Mtr. c) 110 mm dia(OD) Class-III 700 Rs. 360.00 Mtr. d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. f) 160 mm dia(OD) Class-III 300 Rs. 635.00 Mtr. g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. 2 a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Restroration of Flood damaged Water Supply of Malaypur Scheme Under Ara Division,P.H.E Dte .[Block-Arambagh] Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)
Transcript
Page 1: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 1000 Rs. 260.00 Mtr. Rs. 260,000.00

c) 110 mm dia(OD) Class-III 700 Rs. 360.00 Mtr. Rs. 252,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 300 Rs. 635.00 Mtr. Rs. 190,500.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Malaypur Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Arambagh]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 2: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 3: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 4: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 5: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1700.000 Rs. 335.20 %m Rs. 5,698.40

II)150 to300 mm dia. 300.000 Rs. 369.70 %m Rs. 1,109.10

38

i) 40 to 125 mm dia. 1700.000 Rs. 84.30 %m Rs. 1,433.10

ii) 150 to 300 mm dia. 300.000 Rs. 129.30 %m Rs. 387.90

Total = Rs. 965,633.51

Say, Rs. 965,634.00

Add Contingency @ 2 % Rs.19,312.68

Grand TOTAL = Rs.984,946.68

Say, Rs.984,947.00

(Rupees Nine LakhEighty Four Thousand Nine Hundred Forty Seven Only)

Sub Assistant Engineer Assistant Engineer

Arambagh Sub Division Arambagh Sub Division

P.H.E.DTE. P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 6: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 1000 Rs. 260.00 Mtr. Rs. 260,000.00

c) 110 mm dia(OD) Class-III 700 Rs. 360.00 Mtr. Rs. 252,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 300 Rs. 635.00 Mtr. Rs. 190,500.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Patul Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Khanakul-I]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 7: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 8: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 9: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 1 Rs. 10,335.00 Each Rs. 10,335.00

b) 100 mm to 150 mmdia 0 Rs. 11,220.00 Each Rs. 0.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 10: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1700.000 Rs. 335.20 %m Rs. 5,698.40

II)150 to300 mm dia. 300.000 Rs. 369.70 %m Rs. 1,109.10

38

i) 40 to 125 mm dia. 1700.000 Rs. 84.30 %m Rs. 1,433.10

ii) 150 to 300 mm dia. 300.000 Rs. 129.30 %m Rs. 387.90

Total = Rs. 944,078.51

Say, Rs. 944,079.00

Add Contingency @ 2 % Rs.18,881.58

Grand TOTAL = Rs.962,960.58

Say, Rs.962,961.00

(Rupees Nine Lakh Eighty Sixty Two Thousand Nine Hundred Sixty One Only)

Sub Assistant Engineer Assistant Engineer

Arambagh Sub Division Arambagh Sub Division

P.H.E.DTE. P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 11: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 900 Rs. 260.00 Mtr. Rs. 234,000.00

c) 110 mm dia(OD) Class-III 600 Rs. 360.00 Mtr. Rs. 216,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 200 Rs. 635.00 Mtr. Rs. 127,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Krishnanagar Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Khanakul-I]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 12: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 13: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 14: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 15: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1500.00 Rs. 335.20 %m Rs. 5,028.00

II)150 to300 mm dia. 200.00 Rs. 369.70 %m Rs. 739.40

38

i) 40 to 125 mm dia. 1500.00 Rs. 84.30 %m Rs. 1,264.50

ii) 150 to 300 mm dia. 200.00 Rs. 129.30 %m Rs. 258.60

Total = Rs. 838,795.51

Say, Rs. 838,796.00

Add Contingency @ 2 % Rs.16,775.92

Grand TOTAL = Rs.855,571.92

Say, Rs.855,572.00

(Rupees Eight Lakh Eighty Fifty Five Thousand Five Hundred Seveney Two Only)

Sub Assistant Engineer Assistant Engineer

Arambagh Sub Division Arambagh Sub Division

P.H.E.DTE. P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 16: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 1000 Rs. 260.00 Mtr. Rs. 260,000.00

c) 110 mm dia(OD) Class-III 400 Rs. 360.00 Mtr. Rs. 144,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 300 Rs. 635.00 Mtr. Rs. 190,500.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Gobindapur Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Khanakul-I]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 17: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 18: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 19: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 20: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1400.00 Rs. 335.20 %m Rs. 4,692.80

II)150 to300 mm dia. 300.00 Rs. 369.70 %m Rs. 1,109.10

38

i) 40 to 125 mm dia. 1400.00 Rs. 84.30 %m Rs. 1,180.20

ii) 150 to 300 mm dia. 300.00 Rs. 129.30 %m Rs. 387.90

Total = Rs. 856,375.01

Say, Rs. 856,375.00

Add Contingency @ 2 % Rs.17,127.50

Grand TOTAL = Rs.873,502.50

Say, Rs.873,503.00

(Rupees Eight Lakh Seventy Three Thousand Five Hundred Three Only)

Sub Assistant Engineer Assistant Engineer

Arambagh Sub Division Arambagh Sub Division

P.H.E.DTE. P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 21: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 600 Rs. 260.00 Mtr. Rs. 156,000.00

c) 110 mm dia(OD) Class-III 400 Rs. 360.00 Mtr. Rs. 144,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 200 Rs. 635.00 Mtr. Rs. 127,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Khanakul Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Khanakul-I]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 22: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 23: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 24: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 25: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1000.00 Rs. 335.20 %m Rs. 3,352.00

II)150 to300 mm dia. 200.00 Rs. 369.70 %m Rs. 739.40

38

i) 40 to 125 mm dia. 1000.00 Rs. 84.30 %m Rs. 843.00

ii) 150 to 300 mm dia. 300.00 Rs. 129.30 %m Rs. 387.90

Total = Rs. 686,827.31

Say, Rs. 686,827.00

Add Contingency @ 2 % Rs.13,736.54

Grand TOTAL = Rs.700,563.54

Say, Rs.700,564.00

(Rupees Seven Lakh Five Hundred Sixty Four Only)

Sub Assistant Engineer Assistant Engineer

Arambagh Sub Division Arambagh Sub Division

P.H.E.DTE. P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 26: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 1200 Rs. 260.00 Mtr. Rs. 312,000.00

c) 110 mm dia(OD) Class-III 800 Rs. 360.00 Mtr. Rs. 288,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 400 Rs. 635.00 Mtr. Rs. 254,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Rajhato Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Khanakul-II]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 27: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 28: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 29: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 30: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 2000.00 Rs. 335.20 %m Rs. 6,704.00

II)150 to300 mm dia. 400.00 Rs. 369.70 %m Rs. 1,478.80

38

i) 40 to 125 mm dia. 2000.00 Rs. 84.30 %m Rs. 1,686.00

ii) 150 to 300 mm dia. 400.00 Rs. 129.30 %m Rs. 517.20

Total = Rs. 1,118,891.01

Say, Rs. 1,118,891.00

Add Contingency @ 2 % Rs.22,377.82

Grand TOTAL = Rs.1,141,268.82

Say, Rs.1,141,269.00

(Rupees Eleven LakhForty One Thousand Two Hundred Sixty NineOnly)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 31: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 1000 Rs. 260.00 Mtr. Rs. 260,000.00

c) 110 mm dia(OD) Class-III 400 Rs. 360.00 Mtr. Rs. 144,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 300 Rs. 635.00 Mtr. Rs. 190,500.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Srirampur Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Pursurah]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 32: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 33: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 34: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 35: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1700.000 Rs. 335.20 %m Rs. 5,698.40

II)150 to300 mm dia. 300.000 Rs. 369.70 %m Rs. 1,109.10

38

i) 40 to 125 mm dia. 1700.000 Rs. 84.30 %m Rs. 1,433.10

ii) 150 to 300 mm dia. 300.000 Rs. 129.30 %m Rs. 387.90

Total = Rs. 857,633.51

Say, Rs. 857,634.00

Add Contingency @ 2 % Rs.17,152.68

Grand TOTAL = Rs.874,786.68

Say, Rs.874,787.00

(Rupees Eight LakhSeventy Four Thousand Seven Hundred Eighty Seven Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 36: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 700 Rs. 260.00 Mtr. Rs. 182,000.00

c) 110 mm dia(OD) Class-III 700 Rs. 360.00 Mtr. Rs. 252,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 200 Rs. 635.00 Mtr. Rs. 127,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Soaluk Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Pursurah]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 37: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 38: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 39: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 40: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1400.00 Rs. 335.20 %m Rs. 4,692.80

II)150 to300 mm dia. 200.00 Rs. 369.70 %m Rs. 739.40

38

i) 40 to 125 mm dia. 1400.00 Rs. 84.30 %m Rs. 1,180.20

ii) 150 to 300 mm dia. 200.00 Rs. 129.30 %m Rs. 258.60

Total = Rs. 822,376.01

Say, Rs. 822,376.00

Add Contingency @ 2 % Rs.16,447.52

Grand TOTAL = Rs.838,823.52

Say, Rs.838,824.00

(Rupees Eight Lakh Thirty Eighty Thousand Eight Hundred Twenty Four Only)

Sub Assistant Engineer Assistant Engineer

Arambagh Sub Division Arambagh Sub Division

P.H.E.DTE. P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 41: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 600 Rs. 260.00 Mtr. Rs. 156,000.00

c) 110 mm dia(OD) Class-III 400 Rs. 360.00 Mtr. Rs. 144,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 200 Rs. 635.00 Mtr. Rs. 127,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Saidpur Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Pursurah]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 42: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 43: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 44: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 45: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1000.00 Rs. 335.20 %m Rs. 3,352.00

II)150 to300 mm dia. 200.00 Rs. 369.70 %m Rs. 739.40

38

i) 40 to 125 mm dia. 1000.00 Rs. 84.30 %m Rs. 843.00

ii) 150 to 300 mm dia. 200.00 Rs. 129.30 %m Rs. 258.60

Total = Rs. 686,698.01

Say, Rs. 686,698.00

Add Contingency @ 2 % Rs.13,733.96

Grand TOTAL = Rs.700,431.96

Say, Rs.700,432.00

(Rupees Seven Lakh Four Hundred Thirty Two Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 46: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 400 Rs. 260.00 Mtr. Rs. 104,000.00

c) 110 mm dia(OD) Class-III 0 Rs. 360.00 Mtr. Rs. 0.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 0 Rs. 635.00 Mtr. Rs. 0.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Shyampur Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Pursurah]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 47: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 48: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 49: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 50: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 400.00 Rs. 335.20 %m Rs. 1,340.80

II)150 to300 mm dia. 0.000 Rs. 369.70 %m Rs. 0.00

38

i) 40 to 125 mm dia. 400.00 Rs. 84.30 %m Rs. 337.20

ii) 150 to 300 mm dia. 0.000 Rs. 129.30 %m Rs. 0.00

Total = Rs. 360,183.01

Say, Rs. 360,183.00

Add Contingency @ 2 % Rs.7,203.66

Grand TOTAL = Rs.367,386.66

Say, Rs.367,387.00

(RupeesThree LakhSixty Seven ThousandThree Hundred Eighty Seven Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 51: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 600 Rs. 260.00 Mtr. Rs. 156,000.00

c) 110 mm dia(OD) Class-III 400 Rs. 360.00 Mtr. Rs. 144,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 200 Rs. 635.00 Mtr. Rs. 127,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Dihibatpur Scheme Under Arambagh Sub-Division,P.H.E Dte [Block-Pursurah].

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 52: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 53: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 54: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 55: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1000.00 Rs. 335.20 %m Rs. 3,352.00

II)150 to300 mm dia. 200.00 Rs. 369.70 %m Rs. 739.40

38

i) 40 to 125 mm dia. 1200.00 Rs. 84.30 %m Rs. 1,011.60

ii) 150 to 300 mm dia. 200.00 Rs. 129.30 %m Rs. 258.60

Total = Rs. 686,866.61

Say, Rs. 686,867.00

Add Contingency @ 2 % Rs.13,737.34

Grand TOTAL = Rs.700,604.34

Say, Rs.700,604.00

(Rupees Seven Lakh Six Hundred Four Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 56: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 1400 Rs. 260.00 Mtr. Rs. 364,000.00

c) 110 mm dia(OD) Class-III 700 Rs. 360.00 Mtr. Rs. 252,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 400 Rs. 635.00 Mtr. Rs. 254,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Kaknan Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Khanakul-II]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 57: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 58: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 59: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 60: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 2100.00 Rs. 335.20 %m Rs. 7,039.20

II)150 to300 mm dia. 400.00 Rs. 369.70 %m Rs. 1,478.80

38

i) 40 to 125 mm dia. 2100.00 Rs. 84.30 %m Rs. 1,770.30

ii) 150 to 300 mm dia. 400.00 Rs. 129.30 %m Rs. 517.20

Total = Rs. 1,135,310.51

Say, Rs. 1,135,311.00

Add Contingency @ 2 % Rs.22,706.22

Grand TOTAL = Rs.1,158,017.22

Say, Rs.1,158,017.00

(Rupees Eleven Lakh Fifty Eighty Thousand Seventeen Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 61: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 1200 Rs. 260.00 Mtr. Rs. 312,000.00

c) 110 mm dia(OD) Class-III 800 Rs. 360.00 Mtr. Rs. 288,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 300 Rs. 635.00 Mtr. Rs. 190,500.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Ghoshpur Scheme Under Arambagh Sub-Division,P.H.E Dte ..[Block-Khanakul-I]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 62: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 63: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 64: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 65: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 2000.00 Rs. 335.20 %m Rs. 6,704.00

II)150 to300 mm dia. 300.00 Rs. 369.70 %m Rs. 1,109.10

38

i) 40 to 125 mm dia. 2000.00 Rs. 84.30 %m Rs. 1,686.00

ii) 150 to 300 mm dia. 300.00 Rs. 129.30 %m Rs. 387.90

Total = Rs. 1,054,892.01

Say, Rs. 1,054,892.00

Add Contingency @ 2 % Rs.21,097.84

Grand TOTAL = Rs.1,075,989.84

Say, Rs.1,075,990.00

(Rupees Ten Lakh Seventy Five Thousand Nine Hundred Ninty Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 66: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 1600 Rs. 260.00 Mtr. Rs. 416,000.00

c) 110 mm dia(OD) Class-III 800 Rs. 360.00 Mtr. Rs. 288,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 400 Rs. 635.00 Mtr. Rs. 254,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Ghoradaha Scheme Under Arambagh Sub-Division,P.H.E Dte ..[Block-Khanakul-II]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 67: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 68: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 69: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 70: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 2400.00 Rs. 335.20 %m Rs. 8,044.80

II)150 to300 mm dia. 400.00 Rs. 369.70 %m Rs. 1,478.80

38

i) 40 to 125 mm dia. 2400.00 Rs. 84.30 %m Rs. 2,023.20

ii) 150 to 300 mm dia. 400.00 Rs. 129.30 %m Rs. 517.20

Total = Rs. 1,224,569.01

Say, Rs. 1,224,569.00

Add Contingency @ 2 % Rs.24,491.38

Grand TOTAL = Rs.1,249,060.38

Say, Rs.1,249,060.00

(Rupees Twelve Lakh Forty Nine Thousand Sixty Only)

Sub Assistant Engineer Assistant Engineer

Arambagh Sub Division Arambagh Sub Division

P.H.E.DTE. P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 71: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 700 Rs. 260.00 Mtr. Rs. 182,000.00

c) 110 mm dia(OD) Class-III 600 Rs. 360.00 Mtr. Rs. 216,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 200 Rs. 635.00 Mtr. Rs. 127,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Boradangal Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Arambagh]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 72: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 73: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 74: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 75: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1300.00 Rs. 335.20 %m Rs. 4,357.60

II)150 to300 mm dia. 200.00 Rs. 369.70 %m Rs. 739.40

38

i) 40 to 125 mm dia. 1300.00 Rs. 84.30 %m Rs. 1,095.90

ii) 150 to 300 mm dia. 200.00 Rs. 129.30 %m Rs. 258.60

Total = Rs. 785,956.51

Say, Rs. 785,957.00

Add Contingency @ 2 % Rs.15,719.14

Grand TOTAL = Rs.801,676.14

Say, Rs.801,676.00

(Rupees Eight Lakh One Thousand Six Hundred Seventy Six Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 76: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 600 Rs. 260.00 Mtr. Rs. 156,000.00

c) 110 mm dia(OD) Class-III 300 Rs. 360.00 Mtr. Rs. 108,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 100 Rs. 635.00 Mtr. Rs. 63,500.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Bhadur Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Goghat-I]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 77: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Page 78: Restroration of Flood Damaged Under Arambagh Sub Divn.

12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

Page 79: Restroration of Flood Damaged Under Arambagh Sub Divn.

24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 80: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 900.00 Rs. 335.20 %m Rs. 3,016.80

II)150 to300 mm dia. 100.00 Rs. 369.70 %m Rs. 369.70

38

i) 40 to 125 mm dia. 900.00 Rs. 84.30 %m Rs. 758.70

ii) 150 to 300 mm dia. 100.00 Rs. 129.30 %m Rs. 129.30

Total = Rs. 586,279.51

Say, Rs. 586,280.00

Add Contingency @ 2 % Rs.11,725.60

Grand TOTAL = Rs.598,005.60

Say, Rs.598,006.00

(Rupees Five Lakh Ninety Eight Thousand Six Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 81: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 3000 Rs. 260.00 Mtr. Rs. 780,000.00

c) 110 mm dia(OD) Class-III 600 Rs. 360.00 Mtr. Rs. 216,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 400 Rs. 635.00 Mtr. Rs. 254,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

37

i) 40 to 125 mm dia. 3600.000 Rs. 335.20 %m Rs. 12,067.20

II)150 to300 mm dia. 400.000 Rs. 369.70 %m Rs. 1,478.80

38

i) 40 to 125 mm dia. 3600.000 Rs. 84.30 %m Rs. 3,034.80

ii) 150 to 300 mm dia. 400.000 Rs. 129.30 %m Rs. 517.20

Total = Rs. 1,267,098.00

Say, Rs. 1,267,098.00

Add Contingency @ 2 % Rs.25,341.96

Grand TOTAL = Rs.1,292,439.96

Say, Rs.1,292,440.00

Restroration of Flood damaged Water Supply of Arandi Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Arambagh]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 82: Restroration of Flood Damaged Under Arambagh Sub Divn.

(Rupees Twelve Lakh Ninety Two Thousand Four Hundred Forty Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Page 83: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 2000 Rs. 260.00 Mtr. Rs. 520,000.00

c) 110 mm dia(OD) Class-III 0 Rs. 360.00 Mtr. Rs. 0.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 1000 Rs. 511.00 Mtr. Rs. 511,000.00

f) 160 mm dia(OD) Class-III 0 Rs. 635.00 Mtr. Rs. 0.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

37

i) 40 to 125 mm dia. 2000.00 Rs. 335.20 %m Rs. 6,704.00

II)150 to300 mm dia. 1000.00 Rs. 369.70 %m Rs. 3,697.00

38

i) 40 to 125 mm dia. 2000.00 Rs. 84.30 %m Rs. 1,686.00

ii) 150 to 300 mm dia. 1000.00 Rs. 129.30 %m Rs. 1,293.00

Total = Rs. 1,044,380.00

Say, Rs. 1,044,380.00

Add Contingency @ 2 % Rs.20,887.60

Grand TOTAL = Rs.1,065,267.60

Say, Rs.1,065,268.00

Restroration of Flood damaged Water Supply of Dihibagnan Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Arambagh]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 84: Restroration of Flood Damaged Under Arambagh Sub Divn.

(Rupees Ten Lakh Sixty Five Thousand Two Hundred Sixty Eight Only)

Sub Assistant Engineer Assistant Engineer

Arambagh Sub Division Arambagh Sub Division

P.H.E.DTE. P.H.E.DTE.

Page 85: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 4500 Rs. 260.00 Mtr. Rs. 1,170,000.00

c) 110 mm dia(OD) Class-III 300 Rs. 360.00 Mtr. Rs. 108,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 1000 Rs. 635.00 Mtr. Rs. 635,000.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

37

i) 40 to 125 mm dia. 4500.00 Rs. 335.20 %m Rs. 15,084.00

II)150 to300 mm dia. 1300.00 Rs. 369.70 %m Rs. 4,806.10

38

i) 40 to 125 mm dia. 4500.00 Rs. 84.30 %m Rs. 3,793.50

ii) 150 to 300 mm dia. 1300.00 Rs. 129.30 %m Rs. 1,680.90

Total = Rs. 1,938,364.50

Say, Rs. 1,938,365.00

Add Contingency @ 2 % Rs.38,767.30

Grand TOTAL = Rs.1,977,132.30

Say, Rs.1,977,132.00

Restroration of Flood damaged Water Supply of Kishorpur Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Khanakul-I]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)

Page 86: Restroration of Flood Damaged Under Arambagh Sub Divn.

(Rupees Nineteen LakhSeventy Seven Thousand Thirty Two Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Page 87: Restroration of Flood Damaged Under Arambagh Sub Divn.

Government of West Bengal Office of the Assistant Engineer

Arambagh Sub-Division P.H. Engineering Dte.

Daulatpur, Arambagh : Hooghly.

Sl Description of Works Quantity Rate Unit Amount

1

b) 90 mm dia(OD) Class-III 1800 Rs. 260.00 Mtr. Rs. 468,000.00

c) 110 mm dia(OD) Class-III 1500 Rs. 360.00 Mtr. Rs. 540,000.00

d) 125 mm dia(OD) Class-III 0 Rs. 440.00 Mtr. Rs. 0.00

e) 140 mm dia(OD) Class-III 0 Rs. 511.00 Mtr. Rs. 0.00

f) 160 mm dia(OD) Class-III 500 Rs. 635.00 Mtr. Rs. 317,500.00

g)180 mm dia(OD) Class-III 0 Rs. 785.00 Mtr. Rs. 0.00

h) 200 mm dia(OD) Class-III 0 Rs. 951.00 Mtr. Rs. 0.00

2

a) 80 mm dia Medium Quality 12 Rs. 841.00 Mtr. Rs. 10,092.00

b) 150 mm dia Medium Quality 6 Rs. 1,788.00 Mtr. Rs. 10,728.00

Restroration of Flood damaged Water Supply of Sabalsinghapur Scheme Under Arambagh Sub-Division,P.H.E Dte .[Block-Khanakul-II]

Excavation trench as per drawing for laying of UPVC pipes Class-III from 63 mm (OD) to 315 mm (OD) with sluice valves and Specials, in all sorts of soil including mixed with boulders roadsubgrade and its flanks preparing the bottom surface for continuous bedding of pipeline & laying specials and valves in proper alignment with bailing out of water if required including carriage of valves & specials from local store up to actual site of work including loading, unloading & stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 Metre between G.L & top of the pipe and back filling the trenches with earth (using excavated earth ) in layers with proper watering & compaction of of each layer to original condition. Lowering of the pipes and specials in excavated trenches aligning & jointing of pipe by chemical solvent including cost of materials (Valves will be supplied by the department free of cost ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers, bends & Adopters etc.) as per schedule, specification & direction of E.I.C Note. a) UPVC pipes ( class- III ), UPVC / Moulded rigid PVC specials ( Class-III )and solvent cement as per relevent I.S. Standard & third party inspection by C.I.P.E.T (HALDIA) as detailed in specification B)Consumption rate of Solvent cement shall be as follows .c) No part payment at any stage on account of supply of materials shall be entertained d) Submission of drawing of pipelines with statement of materials consumed between two node points against each R.A & Final Bill. e) Any deviation from required clear cover of 1 Mtr has to be got permitted by the E.I.C and payment will be made on prorata basis over the rate of entire item, if executed without permission of E.IC.

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Page 88: Restroration of Flood Damaged Under Arambagh Sub Divn.

3

a)150 mm dia Medium Quality 12 Rs. 1,766.00 Mtr. Rs. 21,192.00

b) 80 mm dia Medium Quality 6 Rs. 829.00 Mtr. Rs. 4,974.00

4

a) Depth of excavation not exceeding 1.50 m. 200.0 Rs. 92.21 Cum Rs. 18,442.00

5

a)250 mm dia pipe 0 Rs. 211.90 Rs. 0.00

b)200 mm dia pipe 0 Rs. 145.10 Rs. 0.00

c) 150 mm dia pipe 2 Rs. 145.10 Rs. 290.20

d) 125 mm dia pipe 0 Rs. 131.10 Rs. 0.00

e) 100 mm dia pipe 10 Rs. 131.10 Rs. 1,311.00

f) 80 mm dia pipe 10 Rs. 77.00 Rs. 770.00

6

a) Upto 200 mm dia. Pipe 10.0 Rs. 496.00 Mtr. Rs. 4,960.00

7 1.25 Rs. 318.13 Cum Rs. 397.66

8 1 Rs. 669.48 Cum Rs. 669.48

92 Rs. 91.34 Mtr. Rs. 182.68

. b)Above 15 cm but not exceeding 30 cm dia 2 Rs. 134.76 Mtr. Rs. 269.52

101 Rs. 104.96 Mtr. Rs. 104.96

. b)Above 15 cm but not exceeding 30 cm dia 1 Rs. 213.49 Mtr. Rs. 213.49

11

a) Pakur / Chandil Variety 3.0 Rs. 5,959.08 Cum Rs. 17,877.24

Supplying,fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket.Bend, tee,union,cross,elbo, nipple, longscrew, reducing socket, reducing tee, shortpiece etc. fitted with holder bats clamps,including cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials.)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Making flanged joints to flanged CI/D.I pipes and specials of the following nominal dia with rubber insertion, bolts and nuts of approved quality and as per direction of the EIC. (including cost of Rubber insertion, bolts & nuts)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Labour for boring through any type of soil by auger boring with water jet system including hire & labour charges with supply of suitable dia. Casing pipe depttly. upto 1.0 mtr. B.G.L. and laying including necessary arrangement and hiring of tools & plants , pumps , boring set etc. complete ( crossing road for allingning pipe . )

Dismantling all types of masonary stacking serrviceable materials at site and removing rubbish as directed

Dismantling all types of plain cement concrete works, stacking serrviceable materials at site and removing rubbish as directed within a lead of 75 mtr in Ground Floor including roof up to 150 mm thick.

Cutting Hole in Brick Wall &Subsequent mending of damage. a)Dia up to 15 cm

Cutting Hole in R.C.C Plain concrete&Subsequent mending of damage. a)Dia up to 15 cm

Ordinary Cement concrete(mix1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

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12

. a)Pakur/Chandil 2 Rs. 5,251.34 Cum Rs. 10,502.68

13

. a)6:3:1 proportion 0.65 Rs. 5,004.30 Cum Rs. 3,252.80

14

14.00 Rs. 286.98 Sqm Rs. 4,017.72

14.00 Rs. 180.46 Sqm Rs. 2,526.44

15 14.00 Rs. 38.00 Sqm Rs. 532.00

16

(a)In ground floor.

(i) Two coats. 14.00 Rs. 38.00 Sqm Rs. 532.00

17 14.00 Rs. 31.00 Sqm Rs. 434.00

18

(i) Two coats (with any shade except white) 0.65 Rs. 77.00 Sqm Rs. 50.05

19

20.00 Rs. 358.96 Cum Rs. 7,179.20

20 0.65 Rs. 21.00 Cum Rs. 13.65

21

0.1 Rs. 59,762.00 MT Rs. 5,976.20

22 8 Rs. 264.31 Sq.m Rs. 2,114.48

23 1.5 Rs. 5,248.95 Cum Rs. 7,873.43

Ordinary Cement Concrete (mix1:2:4) with graded stone chips ( 20 mm down excluding shuttering and reinforcement if any in ground floor as per relevant IS codes

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.

Hire & labour charges for shuttering with centering and necessary stagging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works.( up to roof of ground floor)

(a) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

(b) 25 mm to 30 mm thk. Wooden shuttering without staging in foundation

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On steel or other metal surface : With other than hi-gloss of approved quality.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity of work )

(a) with carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth .

Labour for chipping of concrete surface before taking up plastering work.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust ( if necy.) cutting to requisite length, hooking and bending to correct shape, placing to proper position and binding with 16g black annealed wire at every intersection complete as per drawing & direction.

(a) For works in foundation basement and up to roof of G.Floor/up to 4 m.Single B.F.S of picked jhama brick including ramming & dressing bed to proper level & filling joints with powdered earth of local sand

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

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24

a) Supply & carriage of empty drum 10 Rs. 839.00 Mtr. Rs. 8,390.00

25

a) 80 mm dia pipe 15 Rs. 38.00 Rs. 570.00

b) 100 mm dia pipe 12 Rs. 52.60 Rs. 631.20

c) 125 mm dia pipe 12 Rs. 53.10 Rs. 637.20

b) 150 mm dia pipe 12 Rs. 61.15 Rs. 733.80

c) 200 mm dia pipe 0 Rs. 62.60 Rs. 0.00

d) 250 mm dia pipe 0 Rs. 78.70 Rs. 0.00

27

a) 40mm to 80 mm dia 2 Rs. 10,335.00 Each Rs. 20,670.00

b) 100 mm to 150 mmdia 1 Rs. 11,220.00 Each Rs. 11,220.00

c) 200 mm dia 0 Rs. 12,707.00 Each Rs. 0.00

d) 250 mm dia 0 Rs. 13,328.00 Each Rs. 0.00

28

a) With supply of saddle piece. 10 Rs. 4,172.00 Each Rs. 41,720.00

29 14 Rs. 116.29 Sq.m Rs. 1,628.06

30 10 Rs. 17.55 Sq.m Rs. 175.50

Drum Sheet walling 1.40 mtr. (avg.) Height on eucalptus ballah 10 cm dia and 3.25 mtr. long driven 1.75 mtr average below G.L & 75 cm centre to centre including fitting fixing 3 nos. half eucalptus ballah& dram sheet including carriage of empty drums from Deppt. godown or in where in district .Cutting & strenghening the drum sheet including cost of necessary nails bolts & nuts etc. providing 2.00 mtr. to3.00 mtr long half eucalptas ballahs ties of 10 cm dia and 1.80 mtr to 2.70 mtr centre to centre fixed with 10 cm dia eucalptus ballah driven 1.5 mtr. below G.L including cost of all materials but excluding cost of drum sheet.

Making cast iron detachable joints to asbestos cement pressure pipes and plain ended cast iron specials (all class) of the following nominal dia. with coller, rubber ring,flanges, bolts and nuts complete as per direction of the EIC.(Detachable joint set will be supplied departmentally free of cost.)

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Each Joint

Construction of masonry sluice valve / washout valve / reflux valve / non-return valve / air valve chamber with supply approved type of RCC cover including earth work in excavation , bailing out water , sand filling , single layer of B.F.soling and cement concrete ( 1:4:8) with jhama khoa in foundation .Brick work in cement morter (6:1) with 1st. class bricks with provision of weep holes at bottom , 100mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting , fixing and overhalling the valves if necessary to work all complete , including the cost of all labours , materials and carriage etc. Work shouid done as per departmental drawing . ( Valves and Tail pieces only will be supplied depttly. free of cost )

Construction of RCC street stand post with drain , platform , conc. post , drilling , tapping water main , supplying , fitting , fixing 15 mm dia. brass ferrule , 20 mm dia. G.I . pipe , 4 mtr. (Av.) length with all necy. specials like 20 mm G.I. bend , nipple, socket , jamnut , 20 mmx15 mm G.I. reducing socket as per type drawing no. CC/53/93 as per specification all complete with supply of C.I.Bibcock.

Plaster (to wall, floor, ceiling etc) with sand & cement mortar including rounding off or chamfering corners as directed & raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary.(G.Floor) with 6:1 cement mortar,15 mm thick.

Supplying and laying Polythene Sheet (150 gm/sq.m) in foundation trenches.

Page 91: Restroration of Flood Damaged Under Arambagh Sub Divn.

31 1.6 Rs. 80,311.37 %Cum Rs. 1,284.98

32

(a) With earth obtained from excavation of foundation. 345 Rs. 5,949.40 %Cum Rs. 20,525.43

33 60 Rs. 10,560.05 %Cum Rs. 6,336.03

34 160 Rs. 773.26 %Cum Rs. 1,237.22

35 10 Rs. 1,647.61 %Cum Rs. 164.76

36 0.16 Rs. 6,887.19 Qntl. Rs. 1,101.95

(ii) Drawing of distribution system will be supplied by department .

37

i) 40 to 125 mm dia. 1800.00 Rs. 335.20 %m Rs. 6,033.60

II)150 to300 mm dia. 2000.00 Rs. 369.70 %m Rs. 7,394.00

38

i) 40 to 125 mm dia. 1800.00 Rs. 84.30 %m Rs. 1,517.40

ii) 150 to 300 mm dia. 2000.00 Rs. 129.30 %m Rs. 2,586.00

Total = Rs. 1,597,536.01

Say, Rs. 1,597,536.00

Add Contingency @ 2 % Rs.31,950.72

Grand TOTAL = Rs.1,629,486.72

Say, Rs.1,629,487.00

(Rupees Sixteen LakhTwenty Nine Thousand Four Hundred Eighty Seven Only)

Assistant Engineer

Arambagh Sub Division

P.H.E.DTE.

Flling in foundation or plinth by fine sand in layers not exceeding 150 mm.as directed and consolidating same by thorough saturation with watering and ramming etc. layer by layer complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work).

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

(b) With earth obtained by fresh excavation (including cost of excavation up to 1800 mm depth ) from land arranged by the department within a lead of 100 mtr.[Allied items for making R.C.C piller]

Pumping out water from ponds or tanks. .(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final water level on consideration being made for any water that may have been made for any water that may have been added through perculation or otherwise)l[Allied items for making R.C.C piller]

Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etcl[Allied items for making R.C.C piller].

M.S works in brackets made from flats, angles etc. to sizes specially bent, twist, forged, making holes drilled and fitted with necessary bolts and nuts washer or screw etc. (Length of straight not less than 230 mm)

Testing hydraulically all classes & all types of complete pipe lines for specified head of water in section including supply of necy. Equipments, gauge & other testing tools , required water & labours etc. All complete as per specification & direction of EIC.

Washing , cleaning , disinfecting of all completed pipe lines with chlorinated water with at least chlorine dose of 5 Mg. / ltr. Of water as per specification & direction of EIC. ( Bleaching Powder will be supplied depttly. free of cost .)


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